Logistic monorail transportation system

ABSTRACT

A logistic monorail transportation system. The logistic monorail transportation system comprises a logistic track beam system, a logistic vehicle system, a logistic turnout system, a logistic handling system, and a logistic signal system. The logistic track beam system is set up on the road, in the field, or in the streets in the form of single-column pier studs or frame-type pier shads. The technical solution of the present application solves the problems of short distance, high costs, and low speed of existing transportation systems, and the purpose of long-distance, low-cost, and high-speed logistic monorail transportation is achieved.

CROSS REFERENCE TO RELATED APPLICATIONS

This application is a 371 of International Patent Application No.PCT/CN2019/104239 with a filing date of Sep. 3, 2019, designating theUnited States, now pending, and further claims priority to ChinesePatent Application No. 201811021475.3, filed on Sep. 3, 2018, No.201811021621.2, filed on Sep. 3, 2018, No. 201811022993.7, filed on Sep.3, 2018, No. 201811023548.2, filed on Sep. 3, 2018, the entire contentof which is incorporated herein by reference.

FIELD OF THE INVENTION

The present invention relates to a logistic monorail transportationsystem, which is applied to the field of rail transportation.

BACKGROUND OF THE INVENTION

With the development of transportation, modern logistic industry hasbecome an important force to promote economic growth. Thecharacteristics of monorail transportation are fast speed, strongclimbing ability, and small turning radius. By adopting monorailtransportation, the problems of small transportation volume, high cost,low transportation efficiency, and congestion in existing logistictransportation can be effectively solved. The monorail logistic systemis the development direction of modern logistics.

However, only passengers can be transported within short distanceswithin the city of the existing monorail due to structural reasons andthe requirements of long-distance cargo transportation cannot be met.For example, the existing monorail transport serves passengers in theurban area, and the distance between stations is too small, resulting ina low operation speed. Furthermore, the passenger comfort needs to beconsidered in the vehicle system, resulting in large carriages and lowtrain speed. Besides, the existing monorail system must have a largespace to ensure passenger safety, resulting in excessive constructioncosts. The above-mentioned problems will be solved in the logistictransportation.

For example, the existing monorail traffic is for passenger transport,and the cost is affected by many factors as follows:

$W = {\sum\limits_{i = 1}^{5}W_{i}}$

where W₁ is the material and construction cost; W₂ is the increased costfor vehicle comfort requirements; W₃ is the increased cost ofstructure's noise influence on the surrounding environment; W₄ is theincreased cost for high vehicle speed requirements; and W₅ is theincreased cost of construction requirements for interior decoration andplatform paving.

To realize the logistic monorail transportation system, it is necessaryto make breakthroughs in the key technologies in the existing monorailtransportation such as long distance, light weight, low cost, and highspeed.

In response to the above problems, combined with the actual situationand characteristics of monorail transportation, a lot of analysis andsimulation has been conducted. Based on existing theories and practicalexperience, this patent is proposed, which considering the advantages ofmonorail transportation and the characteristics of long-distancelogistic transportation.

The terms involved in this patent are defined as follows:

Single-mode: Refers to a single mode of monorail transportation runningon the same pier or on the same frame system, comprising straddlemonorail transportation, suspended monorail transportation and maglevsystem.

Double-mode: Refers to two modes of monorail transportation running onthe same pier or on the same frame system, comprising double-modetransportation comprising straddle monorail and suspended monorail, ordouble-mode transportation comprising maglev and suspended monorail.

Crane: Refers to the lifting equipment for lifting heavy objects, mainlyused for loading and unloading cargos on straddle monorail vehicles ormaglev vehicles.

Lifting truck: Refers to equipment used for loading and unloadingcargos, which can be manned or unmanned, and is mainly used for loadingand unloading cargos on suspended monorail vehicles, for example, theforklift.

Turnout beam with flexible joint: Comprise several steel guideways withhinge joint and are supported by the trolley. Both sides of the beamsare equipped with guide panels and stabilizing panels. One end of theturnout beam is fixed when switching, and the beam moves as a whole tomake the movable end of the turnout beam connect with the other turnoutbeam to form a fork road, changing the route of the vehicle.

Movable turnout beam: Comprise one or several linear steel beams and oneor several fixed curved steel beams, supported by trolleys, and thebeams keep the fixed distance between each other. With the help of thebalanced guide device, the turnout beam moves back and forth in parallelwith the line or in the fixed direction, and connects with the turnoutbeam that is set to be butted to form a branch or passage, changing theroute of the vehicle.

Pivot turnout beam: Comprise of rotatable steel turnout beam. Throughthe rotation and locking of the entire turnout beam, the line connectionbetween the turnout beams is completed, so as to realize the purpose ofconverting the vehicle from one line to another.

SUMMARY OF THE INVENTION

The technical problems to be solved by this patent are: by proposing alogistic monorail transportation system, using a logistic track beamsystem, a logistic vehicle system, a logistic turnout system, a logistichandling system and a logistic signal system, it solves the problems ofshort distance, large size, high cost, and low speed for existingtransportation, and to achieve the goal of a long-distance,light-weight, low-cost, and high-speed logistic monorail transportationsystem.

The technical solutions adopted by this patent to solve its technicalproblems are:

The logistic monorail transportation system comprises the logistic trackbeam system, the logistic vehicle system, the logistic turnout system,the logistic handling system, and the logistic signal system. Thelogistic track beam system is in the form of a single-column pier studsor frame-type pier shads setting up on highways, fields or urbanstreets.

The characteristics of logistic monorail transportation system are thatthe system comprises a maglev monorail logistic system, a straddlemonorail logistic system, or a suspended monorail logistic system.

The characteristics of logistic monorail transportation system are thatthe open structure is adopted in a logistic vehicle system fortransporting cargo containers, and the logistic vehicle system isprovided with a cargo container in the vehicle.

The characteristics of logistic monorail transportation system are thata centralized power system or a distributed power system are adopted inthe logistic vehicle system.

The characteristics of logistic monorail transportation system are thata frame structure is adopted in the logistic turnout system to finishline conversion in the air.

The characteristics of logistic monorail transportation system are thatthe logistic turnout system comprises a pier column, a frame and aturnout beam with, and the turnout beam with flexible joint or movableturnout beam or pivot turnout beam. A track trolley is set on the trackon the top of the frame to drive the movement of the maglev turnout beamwith.

The characteristics of logistic monorail transportation system are thatcranes or lifting trucks are adopted in the logistic handling system toload and unload containers on logistic vehicles.

The characteristics of logistic monorail transportation system are thatthe logistic signal system comprises an unmanned driving system forcontrolling the logistic monorail vehicle and a turnout control signalsystem for controlling the monorail switch to change line.

The characteristics of logistic monorail transportation system are asingle-mode monorail or double-mode monorail transportation is providedon the same pier stud, or a single-mode monorail or double-mode monorailtransportation is provided on the same frame.

The characteristics of logistic monorail transportation system are thatthe upper level of the double-mode monorail is a straddle monorailsystem or a maglev system, and the lower level of the double-modemonorail transportation is a suspended monorail system.

The characteristics of logistic monorail transportation system are thatthe guideways of the straddle monorail system in the double-modemonorail system are steel box guideways or concrete guideways.

The characteristics of logistic monorail transportation system are thatguideways of the maglev system in the double-mode monorailtransportation are steel box guideways, I-shaped steel guideways orconcrete guideways.

The characteristics of logistic monorail transportation system are thatguideway of the suspended monorail system in the double-mode monorailtransportation is a steel box guideway with an opening at the bottom, anI-shaped guideway or a concrete guideway with an opening at the bottom.

Compared with the existing technology, the beneficial effects of thispatent are:

The logistic monorail transportation system is proposed in this patent,comprising the logistic track beam system, the logistic vehicle system,the logistic turnout system, the logistic handling system and thelogistic signal system. The problems of short distance, large size, highcost, and low speed for existing transportation can be solved by usingthis system, and the goal of a long-distance, light-weight, low-cost,and high-speed logistic monorail transportation system can be achieved.

The logistic monorail transportation system is proposed in this patent,in which the problem of small span for existing maglev bridge guidewayscan be solved by the logistic track beam system. The span of the maglevbeam can be reduced by adopting a frame-type pier shad system, and it issuitable for a variety of terrains, and land occupation, unnecessarydemolition and costs will be reduced.

The logistic monorail transportation system is proposed in this patent,in which the logistic vehicle is improved according to thecharacteristics of logistic transportation in the logistic vehiclesystem. The open structure is adopted in the logistic vehicle and mainlycargo containers are transported. The centralized power system or thedistributed power system are adopted in the logistic vehicle to meet theneeds of container logistic transportation and the goals of small sizeand high speed will be achieved.

The logistic monorail transportation system is proposed in this patent,in which the frame structure is adopted in the logistic turnout systemto achieve line conversion in the air. Compared with the existing switchsystem, the problem of land occupation can be effectively solved, savingground space, reducing costs and the size of the turnout beam with.

The logistic monorail transportation system is proposed in this patent,in which the crane is adopted in the logistic handling system to loadand unload containers. The loading and unloading time of containers andlabor costs can be effectively reduced.

The logistic monorail transportation system is proposed in this patent,in which the logistic signal system comprises the unmanned drivingsystem for controlling the logistic monorail vehicle and the turnoutcontrol signal system for controlling the monorail switch to changelines. The transportation efficiency can be increased by using thecombination of unmanned driving system and turnout control signal systemin logistic transportation. The labor costs will be saved, and humanoperation errors will be reduced, and the needs of long-distancetransportation can well be met.

The double-mode monorail system is proposed in this patent, in which thedouble-mode monorail is set on the same pier stud and can be operated inthe same three-dimensional space. The current problems of low spaceutilization and low levels of single-model monorail can be solved, andthe goal of improving the level of double-mode monorail can be trulyachieved.

The double-mode monorail system is proposed in this patent, in which thedouble-mode monorail system can be adopted on a bridge pier line andintegrated construction. The two monorails operate independently withoutmutual interference, in which the space utilization can be improved.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a schematic diagram showing a maglev bridge track beam systemwith a single-column installed on the central zone of the expressway.

FIG. 2 is a schematic diagram showing the maglev bridge track beamsystem with frame-type pier shads installed on the central zone of theexpressway.

FIG. 3 is a schematic diagram showing the maglev bridge track beamsystem with the single-column installed on the field.

FIG. 4 is a schematic diagram showing the maglev bridge track beamsystem with a frame-type pier shad installed on the field.

FIG. 5 is a schematic diagram showing the maglev bridge track beamsystem with the single-column installed on the urban streets.

FIG. 6 is the schematic diagram showing the maglev bridge track beamsystem with the frame-type pier shad installed on the urban streets.

FIG. 7 is the front view of a single-column pier stud system for amaglev bridge guideway for logistics.

FIG. 8 is the three-dimensional schematic diagram showing thesingle-column pier stud system for a maglev logistic bridge guideway.

FIG. 9 is the front view of a frame-type pier shad system for the maglevlogistic bridge guideway.

FIG. 10 is the three-dimensional schematic diagram showing theframe-type pier shad system for the maglev logistic bridge guideway.

FIG. 11 is the front view of the distributed power system for a maglevlogistic vehicle.

FIG. 12 is the three-dimensional schematic diagram showing thedistributed power system for the maglev logistic vehicle.

FIG. 13 is the front view of the centralized power system for the maglevlogistic vehicle.

FIG. 14 is the three-dimensional schematic diagram showing thecentralized power system for the maglev logistic vehicle.

FIG. 15 is the three-dimensional schematic diagram showing a maglevlogistic turnout system.

FIG. 16 is the front view of a maglev logistic handling system.

FIG. 17 is the schematic diagram showing a maglev logistic signalsystem.

FIG. 18 is the schematic diagram showing a straddle logistic monorailbridge track beam system with single-pier installed on the central zoneof an expressway.

FIG. 19 is the front view of a straddle logistic monorail vehiclesystem.

FIG. 20 is the three-dimensional schematic diagram showing the straddlelogistic monorail vehicle system.

FIG. 21 is the schematic diagram of a suspended monorail bridge guidewaysystem with single-pier installed on the central zone of the expressway.

FIG. 22 is the front view of the single-column pier stud system for asuspended monorail bridge guideway.

FIG. 23 is the three-dimensional schematic diagram showing thesingle-column pier stud system for the suspended monorail bridgeguideway.

FIG. 24 is the front view of a frame-type pier shad system for asuspended monorail bridge guideway.

FIG. 25 is the three-dimensional schematic diagram showing theframe-type pier shad system for the suspended monorail bridge guideway.

FIG. 26 is the front view of a suspended logistic monorail vehiclesystem.

FIG. 27 is the three-dimensional schematic diagram showing a suspendedlogistic monorail vehicle system.

FIG. 28 is the three-dimensional schematic diagram showing a suspendedlogistic monorail turnout system.

FIG. 29 is the top view of the suspended logistic monorail turnoutsystem.

FIG. 30 is the front view of a suspended logistic monorail handlingsystem.

FIG. 31 is the schematic diagram showing a suspended logistic monorailsignal system.

FIG. 32 is the three-dimensional schematic diagram showing a double-modemonorail system with upper maglev type steel box guideway and lowersuspended monorail I-shaped steel guideway.

FIG. 33 is the three-dimensional schematic diagram showing a double-modemonorail system with upper maglev type steel box guideways and lowersuspended monorail steel box guideways with opening in the bottom.

FIG. 34 is the three-dimensional schematic diagram showing a double-modemonorail system with upper maglev I-shaped steel guideways and lowersuspended monorail I-shaped steel guideways.

FIG. 35 is the three-dimensional schematic diagram showing a double-modemonorail system with upper maglev type I-shaped steel guideways andlower suspended monorail steel box guideways with opening in the bottom.

FIG. 36 is the three-dimensional schematic diagram showing a double-modemonorail system with upper straddle monorail steel box guideways andlower suspended monorail I-shaped steel guideways.

FIG. 37 is the three-dimensional schematic diagram showing a double-modemonorail system with upper straddle monorail steel box guideways andlower suspended monorail steel box guideways with opening in the bottom.

FIG. 38 is the three-dimensional schematic diagram showing a double-modemonorail system with upper maglev concrete guideways and lower suspendedmonorail concrete guideways with opening at the bottom.

FIG. 39 is the three-dimensional schematic diagram showing a double-modemonorail system with upper straddle monorail concrete guideways andlower suspended monorail concrete guideways with opening in the bottom.

FIG. 40 is the three-dimensional schematic diagram showing a double-modemonorail system with upper maglev concrete guideways and a lowersuspended monorail I-shaped steel rail beam frame.

FIG. 41 is the three-dimensional schematic diagram showing a double-modemonorail system with upper straddle monorail concrete guideways and alower suspended monorail I-shaped steel guideway frame.

FIG. 42 is the explanatory diagram showing the principle for the patent.

It is not difficult for the experts in the field to understand thefeatures shown by the numbers in the figures in combination with thefollowing embodiments, and therefore no more will be repeated.

DETAILED DESCRIPTION OF PREFERRED EMBODIMENT

The principle of this patent will be explained below.

The working principle of the maglev logistic monorail transportationsystem is explained in the following with reference to FIG. 7 and FIG.8. But before that, it should be pointed out that the embodimentsdescribed in the figures are only for demonstration of the principle andcannot be understood as the limitation for the present invention.

First, the principle of the maglev logistic monorail transportationsystem based on this patent will be demonstrated with reference to FIG.7 and FIG. 8. From the perspective of force, a maglev guideway 3 a isinstalled on the top of cover beams 10 a and 11 a through bearings 6 aand 7 a, and a maglev guideway 4 a is installed on the cover beams 10 aand 11 a through bearings 8 a and 9 a. The forces, comprising a gravityG1 of the maglev guideway and a gravity G2 received from the unmannedtruck and impact force F1, are transmitted to the cover beams 10 a and11 a through the bearings 6 a and 7 a, and then are transmitted bybridge piers 1 a and 2 a to the underground.

For the maglev logistic monorail transportation system, the constructioncost needs to consider the following factors:

$W = {\sum\limits_{i = 1}^{3}W_{i}}$

where W₁ is the material and construction cost; W₂ is the increased costfor high vehicle speed requirements; and W₃ is the increased cost ofin-car and distribution station construction requirements.

Because it is cargo transportation, the vehicle comfort requirements,the structure's impact on surrounding noise and the construction costswill be relatively reduced.

At present, the existing monorail system is all single-mode monorailsystem. For example, only the lower space of the pier cover beam is usedin the suspended monorail traffic and upper space of the pier cover beamis discarded, while in the straddle monorail traffic and maglev traffic,only the upper space is used and the lower space of the pier cover beamis discarded. Therefore, for this single-mode monorail transportation,the biggest problem is that the space utilization rate is too low. Fromthe point of view of traffic level, only one level is used. Thepassenger flow of the traffic section is Q=q₀, and q₀ is thecross-section single-mode traffic passenger flow per unit time. Thelogistic flow of the traffic of the cross-section is W=w₀·w₀ issingle-mode traffic volume per unit time.

In response to the above problems, combined with the actual situationand characteristics of monorail transportation, a lot of research andsimulation has been conducted. Based on the existing theories andpractical experience, this patent is proposed which considering theadvantages of monorail transportation and the concept of elevatedthree-dimensional space.

The double-mode monorail system is proposed in this patent. The workingprinciple of the double-mode monorail system is explained in thefollowing texts with reference to the accompanying figures. But beforethat, it should be pointed out that the embodiments described in thefigures are only for demonstration of the principle and cannot beunderstood as the limitation for the present invention.

First, the principle of the double-mode monorail system based on thispatent will be demonstrated with reference to FIG. 42. From theperspective of structure, maglev steel box guideways 3 a″″ and 4 a″″ areinstalled on the top of cover beams 7 a″″ and 8 a″″, and suspendedmonorail I-shaped steel guideways 5 a″″ and 6 a″″ are installed at thebottom of the cover beams 7 a″″ and 8 a″″. A gravity G1 of the maglevsteel box track girder and a gravity G2 of the suspended monorailI-shaped steel track girder are transmitted to the bridge pier covergirder.

The principle of the double-mode monorail system based on this patentwill be demonstrated with reference to FIG. 42. The double-mode monorailsystem is proposed in this patent, in which the system is set on thesame pier stud.

The space is divided into two levels by a bridge pier cover beamstructure, K1 and K2, the lower and upper levels of the cover beam. Thelower and upper traffic levels are used to increase the cross-sectionpassenger flow or logistic flow, and the cross-section passenger flow orlogistic transportation capacity is improved.

In terms of passenger flow, the total passenger flow of a certainsection is calculated as follows:

$Q = {\sum\limits_{i = 1}^{2}q_{i}}$

where q₁ is the monorail traffic passenger flow in level K1; and q₂ isthe monorail traffic passenger flow in level K2.

Compared with the existing single-mode transportation system, thepassenger transportation capacity of this patent has increased to thetwo-level space passenger transportation capacity, which is double thepassenger flow transportation capacity of the existing single-modetransportation system.

In terms of logistics, the total logistic flow of a certain section iscalculated as follows:

$W = {\sum\limits_{i = 1}^{2}w_{i}}$

where w₁ is the monorail traffic volume in level K1; and w₂ is themonorail traffic volume in level K2.

Compared with the existing single-mode transportation system, thelogistic transportation capacity of this patent has increased to atwo-level spatial logistic transportation capacity, which is doubledcompared to the existing single-mode transportation system. Thedouble-mode monorail transportation can be operated in a samethree-dimensional space, in which the problems of low space utilizationrate and less level in current single-mode monorail system will besolved, and the goal of improving the double-mode monorail level will betruly achieved. The burden of ground transportation will be obviouslyreduced.

The double-mode monorail system is proposed in this patent, in which thedouble-mode monorail system can be adopted on the bridge pier line andintegrated construction. The two monorails operate independently withoutmutual interference, in which the space utilization can be improved.This patent will be further explained with embodiments.

Embodiment 1. A Maglev Logistic Monorail Transportation System on theCentral Zone of the Highway with Decentralized Power Logistic Vehicles

It is known that a section of maglev logistic monorail transportationsystem has been built on the central zone of the highway, comprising amaglev logistic track beam system, a maglev logistic vehicle system, amaglev logistic turnout system, a maglev logistic handling system and amaglev logistic signal system. Power logistic vehicles are used in themaglev logistic vehicle system, and the specific implementation is asfollows:

The maglev logistic monorail transportation system based on this patentwill be demonstrated with reference to FIG. 1, FIG. 2, FIG. 7-FIG. 12,and FIG. 15-FIG. 17.

The maglev logistic track beam system comprises a single-column pierstud form and a frame-type pier shad form. The single-column pier studform is set on the green belt in the center of a highway, that is,between the highway G1 and the highway G2, as shown in FIG. 1. When thedistance between the green belt is too small or the obstacles exist inthe belt, the frame-type pier shad form is adopted, and the frame-typepier shad form is erected on both sides of the highway, namely, ahighway G3 and a highway G4, as shown in FIG. 2.

In the single-column pier stud form of the maglev logistic track beamsystem, the single-column pier stud structure of the maglev logistictrack beam system comprises bridge piers 1 a, 2 a, maglev guideways 3 a,4 a, and a maglev logistic vehicle 5 a. The maglev guideway 3 a isinstalled on the top of cover beams 10 a and 11 a through the bearings 6a and 7 a; the maglev guideway 4 a is installed on the top of the coverbeams 10 a and 11 a through bearings 8 a and 9 a. The unmanned maglevlogistic vehicle 5 a runs on the maglev guideway 4 a straddling.

In some complex lines, the frame-type pier shad form of the maglevlogistic track beam system is adopted. The frame-type pier shadstructure of the maglev logistic track beam system comprises the piers1-1 b, 1-2 b, 2-1 b, 2-2 b, the maglev guideways 3 b, 4 b, and a maglevlogistic vehicle 5 b. The maglev guideway 3 b is installed on the top ofcover beams 10 b and 11 b through bearings 6 b and 7 b; the maglevguideway 4 b is installed on the top of cover beams 10 b and 11 bthrough bearings 8 b and 9 b. An unmanned maglev logistic vehicle 5 bruns on the maglev guideway 4 b straddling. It should be pointed outthat the adoption of the single-column pier stud form or the frame-typepier shad form of the maglev logistic track beam system should depend onthe specific conditions of the route. Only one form of single-columnpier stud, or frame-type pier shad can be adopted in the maglev logistictrack beam system. The form of single-column pier stud and frame-typepier shad can also be adopted at the same time.

The vehicle structure used in the maglev logistic vehicle systemcomprises the car bodies 5-11, 5-31, maglev bogies 5-14, 5-34 and aconnecting piece 5-2. The car body 5-11 and 5-31 are open structure, andcargo containers 5-12 and 5-13 are installed on 5-11. Cargo containers5-32 and 5-33 are installed on 5-31. The maglev bogie 5-14 is installedat the bottom of the car body 5-11, and comprises an electromagnet 5-15and a linear motor 5-16. The electromagnet 5-15 is used for thesuspension and guide of the car body 5-11. The linear motor 5-16 is usedfor front and rear driving of the car body 5-11. The maglev bogie 5-34is installed at the bottom of the car body 5-31, and comprises anelectromagnet 5-35 and a linear motor 5-36. The electromagnet 5-35 isused for the suspension and guide of the car body 5-31. The linear motor5-36 is used for the front and rear driving of the car body 5-31. Thecar body 5-11 and 5-31 are connected through the connection system 5-2.It should be pointed out that the number of logistic vehicles in themaglev logistic vehicle system is not only two. The number of logisticvehicles depends on the specific logistic transportation conditions.

In the maglev logistic turnout system, the switch structure is composedof a single pillar 1 c, frames 2 c, 3 c, 4 c and a maglev turnout beam 5c. The maglev turnout beam with 5 c is a track beam with three flexiblejoints, which can be rotated at the top area of the frame 2 c and 3 c. Arail trolley 9 c is arranged on a track 6 c on the top of the frame 2 c,which is used to drive the rotation of the maglev turnout beam 5 c; therail trolley 10 c is arranged on a rail 7 c on the top of the frame 3 c,which is used to drive the rotation of the maglev turnout beam 5 c; arail trolley 11 c is arranged on track 8 c on the top of the frame 4 c,which is used to drive the rotation of the maglev turnout beam 5 c. Thecoordinated work of the rail trolley 9 c, 10 c, and 11 c makes themaglev turnout beam 5 c rotate to the suitable position to achieve thegoal of the maglev logistic turnout system.

In the maglev type logistic handling system, the maglev type logisticloading and unloading structure is composed of a distribution station 1d, an overhead traveling crane 2 d, an overhead traveling crane 3 d andan overhead traveling crane 4 d. When loading, cargo 5 d, cargo 6 d,cargo 7 d, cargo 8 d, cargo 9 d and cargo 10 d are loaded by crane 2 d,crane 3 d and crane 4 d into the logistic vehicle from the upper part.When unloading, cargos 5 d, 6 d, 7 d, 8 d, 9 d and 10 d are taken bycrane 2 d and crane 3 d and the crane 4 d from the logistic vehicle andthen sent to a suitable storage place. It should be noted that the aboveis only the implementation mode. In the actual distribution station, thenumber of cranes is not only three. The specific number of cranes shouldbe considered comprehensively according to the scale of the distributionstation.

In the signal systems of the maglev logistics, the maglev logisticsignal system comprises an unmanned driving system and a turnout controlsignal system. Maglev logistic vehicles are controlled by the unmanneddriving system to run according to the route conditions, and the maglevlogistic switch is controlled by the turnout control signal system toswitch line according to the operation of the maglev logistic vehiclesto make the maglev logistic vehicles travel along the target line.

Embodiment 2. A Maglev Type Logistic Monorail Transportation System inthe Filed with Decentralized Power Logistic Vehicles

It is known that a section of maglev logistic monorail transportationsystem is constructed in a field, comprising the maglev logistic trackbeam system, the maglev logistic vehicle system, the maglev logisticturnout system, the maglev logistic handling system and the maglevlogistic signal system. The distributed power logistic vehicles are usedin the maglev logistic vehicle system, and the specific implementationis as follows:

With reference to FIG. 3, FIG. 4, FIG. 7-FIG. 12, FIG. 15-FIG. 17, amaglev-type logistic monorail transportation system based on this patentwill be demonstrated.

The maglev logistic track beam system comprises a single-column pierstud form and the frame-type pier shad form. The single-column pier studform is set on the planned route of the field T1, as shown in FIG. 3.When there are obstacles T3 such as trees in the planned route in thefield T2, the frame-type pier shad form is adopted, and the frame-typepier shads are erected on both sides of the obstacle T3, as shown inFIG. 4.

In this embodiment 2, the principle and structure of the single-columnpier stud form and frame-type pier shad form of the maglev logistictrack beam system of the maglev logistic monorail transportation system,the maglev logistic vehicle system, the maglev logistic turnout system,the maglev logistic handling system and the maglev-type logistic signalsystem are the same as those in the embodiment 1, and will not berepeated here.

Embodiment 3. A Maglev Type Logistic Monorail Transportation System inUrban Streets with Decentralized Power Logistic Vehicles

It is known that a section of the maglev logistic monorailtransportation system has been built in an urban street, comprising themaglev logistic track beam system, the maglev logistic vehicle system,the maglev logistic turnout system, the maglev logistic handling systemand the maglev logistic signal system. The distributed power logisticvehicles are adopted in the logistic vehicle system, and the specificimplementation is as follows:

A maglev-type logistic monorail transportation system based on thispatent will be demonstrated with reference to FIG. 5-12 and FIG. 15-17.

The maglev logistic track beam system comprises the single-column pierstud form and the frame-type pier shad form. The single-column pier studform is set on the green belt, the region between an urban street C1 andan urban street C2, in the center of urban streets, as shown as in FIG.5. When the spacing between the separation belts in the center of urbanstreets is too small or there are obstacles, the frame-type pier shadform is adopted, and the frame-type pier shads are erected on both sidesof the urban street C3, as shown in FIG. 6.

In this embodiment 3, the principle and structure of the single-columnpier stud form and frame-type pier shad form of the maglev logistictrack beam system of the maglev logistic monorail transportation system,the maglev logistic vehicle system, the maglev logistic turnout system,the maglev logistic handling system and the maglev-type logistic signalsystem are the same as those in the embodiment 1, and will not berepeated here.

Embodiment 4. A Maglev-Type Logistic Monorail Transportation System onthe Central Reservation of the Highway with Centralized Power LogisticVehicles

It is known that a section of maglev-type logistic monorailtransportation system has been built on the central reservation of acertain highway, comprising the maglev logistic track beam system, themaglev logistic vehicle system, the maglev logistic turnout system, themaglev logistic handling system and the maglev logistic signal system.Centralized power logistic vehicles are adopted in the maglev logisticvehicle system, and the specific implementation is as follows:

A maglev-type logistic monorail transportation system based on thispatent will be demonstrated with reference to FIG. 1, FIG. 2, FIG.7-FIG. 10, FIG. 13-FIG. 17.

The maglev logistic track beam system comprises the single-column pierstud form and the frame-type pier shad form. The single-column pier studform is set on the green belt in the center of the highway, the spacebetween the highway G1 and the highway G2, as shown in FIG. 1. When thedistance of the separation belt is too small, or there is the influenceof obstacles, the frame-type pier shad is adopted, and the frame-typepier shad is erected on both sides of the road, that is, the road G3 andthe road G4, as shown in FIG. 2.

In this embodiment 4, the principle and structure of a single-columnpier stud form and a frame-type pier shad form of the maglev logistictrack beam system of the maglev logistic monorail transportation system,the maglev logistic turnout system, the maglev logistic handling system,and the maglev logistic signal system are the same as the aboveembodiments 1 and won't be repeated here. The following text focuses onthe maglev logistic vehicle system in this embodiment.

In the maglev type logistic vehicle system in embodiment 4, thestructure of the maglev logistic vehicle comprises a car body 5-41, acar body 5-61, a maglev bogie 5-44, a maglev bogie 5-64 and a connectingpiece 5-5. The car body 5-41 and the car body 5-61 are open-typestructures. A cargo container 5-42 and a cargo container 5-43 areinstalled on the car body 5-41; a cargo container 5-62 and a cargocontainer 5-63 are installed on the car body 5-61. The maglev bogie 5-44is installed at the bottom of the car body 5-41. The maglev bogie 5-44comprises an electromagnet 5-45 and a linear motor 5-46. Theelectromagnet 5-45 is used for the suspension and guidance of the carbody 5-41; the linear motor 5-46 is used for the front and rear drivingof the car body 5-41; the bottom of the car body 5-61 is equipped withthe maglev bogie 5-64, which comprises a electromagnet 5-65; theelectromagnet 5-65 is used for the suspension and guidance of the carbody 5-61, and the car body 5-41 and the car body 5-61 are connected bythe connecting system 5-5. It should be pointed out that the number oflogistic vehicles in the maglev logistic vehicle system is not only two.The number of specific logistic vehicles depends on the specificlogistic and transportation conditions. The position of the bogie 5-44with linear motor 5-46 can be grouped at the head of the logisticvehicle, and it can also be at the rear of the marshalling logisticvehicle or in the middle of the marshalling logistic vehicle.

Embodiment 5. A Maglev Logistic Monorail Transportation System in theFiled with Centralized Powered Logistic Vehicles

It is known that a section of maglev-type logistic monorailtransportation system has been constructed in a field, comprising themaglev logistic track beam system, the maglev logistic vehicle system,the maglev logistic turnout system, the maglev logistic handling system,and the maglev logistic signal system. The centralized power logisticvehicles are used in the maglev-type logistic vehicle system, and thespecific implementation is as follows:

A maglev type logistic monorail transportation system based on thispatent will be demonstrated with reference to FIG. 3, FIG. 4, FIG.7-FIG. 10, FIG. 13-FIG. 17.

The maglev logistic track beam system comprises the single-column pierstud form and the frame-type pier shad form. The single-column pier studform is set on the planned route of the field T1, as shown in FIG. 3.When there are obstacles T3 such as trees in the planned route in thefield T2, the frame-type pier shad form is adopted, and the frame-typepier shads are erected on both sides of the obstacle T3, as shown inFIG. 4.

In this embodiment 5, the principle and structure of the single-columnpier stud form and frame-type pier shad form of the maglev logistictrack beam system of the maglev logistic monorail transportation system,the maglev logistic vehicle system, the maglev logistic turnout system,the maglev logistic handling system, and the maglev logistic signalsystem are the same as the above-mentioned embodiment 4, and will not berepeated here.

Embodiment 6. A Maglev Logistic Monorail Transportation System in UrbanStreets with Centralized Powered Logistic Vehicles

It is known that a section of maglev logistic monorail transportationsystem has been built in an urban street, comprising the maglev logistictrack beam system, the maglev logistic vehicle system, the maglevlogistic turnout system, the maglev logistic handling system and themaglev logistic signal system. The centralized power logistic vehiclesare used in the integrated logistic vehicle system, and the specificimplementation is as follows:

A maglev-type logistic monorail transportation system based on thispatent will be demonstrated with reference to FIG. 5-10 and FIG. 13-17.

The maglev logistic track beam system comprises the single-column pierstud form and the frame-type pier shad form. The single-column pier studform is set on the green belt in the center of urban streets, the spacebetween an urban street C1 and an urban street C2, as shown in FIG. 5.When the spacing between the green belts in the center of urban streetsis too small or there are obstacles, the frame-type pier shad form isadopted, and the frame-type pier shads are erected on both sides of anurban street C3, as shown in FIG. 6.

In the embodiment 6, the principle and structure of the single-columnpier stud form and frame-type pier shad form of the maglev logistictrack beam system of the maglev logistic monorail transportation system,the maglev logistic vehicle system, the maglev logistic turnout system,the maglev logistic handling system and the maglev logistic signalsystem are the same as those in the above-mentioned embodiment 4, andwill not be repeated here.

In the above description, the maglev type logistic monorailtransportation system is taken as an example to describe the logisticmonorail transportation system according to the present invention. Thelogistic monorail transportation system according to the presentinvention may also comprise a straddle-type logistic monorailtransportation system or a suspended logistic monorail transportationsystem. The differences will be described below with reference to thedrawings.

Embodiment 7. Straddle Logistic Monorail Transportation System

The straddle logistic monorail transportation system according to thepresent invention has basically the same structure as theabove-mentioned maglev logistic monorail transportation system, and thedifference lies in the use of straddle-type monorail guideways andstraddle-type logistic monorail vehicles. FIG. 18 is a schematic diagramshowing a single-column pier stud straddle-type logistic monorail bridgeguideway system set on the central reservation of the expressway, inwhich a straddle-type monorail guideway is adopted. Of course, thestraddle logistic monorail transportation system can also have theconfiguration as shown in FIG. 2-6.

The straddle logistic monorail vehicle system in this embodiment 7 willbe described below, known as FIG. 19 and FIG. 20. The structure of thestraddle logistic monorail vehicle is composed of a car body 5-11′, acar body 5-31′, and the bogies of straddle monorail vehicle 5-14′,bogies 5-34′ and a connecting piece 5-2′. Car body 5-11′ and car body5-31′ are open-type structures; cargo container 5-12′ and cargocontainer 5-13′ are installed on car body 5-11′; cargo container 5-32′and cargo container 5-33′ are installed on the car body 5-31′. Thestraddle monorail bogie 5-14′ is installed at the bottom of the car body5-11′, and the straddle monorail bogie 5-14′ comprises walking wheels5-15′, guide wheels 5-16′ and steady wheels 5-17′. The walking wheels5-15′ is used for the support and traction of the car body 5-11′; theguide wheels 5-16′ is used for the guidance of the car body 5-11′, andthe steady wheels 5-17′ is used to maintain the car body 5-11′ balanceand stability. The straddle monorail bogie 5-34′ is installed at thebottom of car body 5-31′. The straddle monorail bogie 5-34′ compriseswalking wheels 5-35′, guide wheels 5-36′ and steady wheels 5-37′.Walking wheels 5-35′ are used for the support and traction of the carbody 5-31′. Guide wheels 5-36′ are used for guiding the car body 5-31′,and the steady wheels 5-37′ is used to maintain the balance andstability of the car body 5-31′, and the car body 5-11′ and the car body5-31′ are connected by a connecting system 5-2′. It should be pointedout that the number of logistic vehicles in the straddle logisticmonorail vehicle system is not only two. The number of specific logisticvehicles depends on the specific logistic and transportation conditions.The straddle logistic monorail vehicle may be a decentralized powerlogistic vehicle or a centralized power logistic vehicle. When it is acentralized power logistic vehicle, the same walking wheels can beshared by two or more vehicle bodies.

In the embodiment 7, the single-column pier stud form and frame-typepier shad form of the straddle logistic monorail bridge guideway systemof a straddle logistic monorail transportation system, a straddlelogistic single turnout beam with system, and a straddle logisticmonorail handling system and a straddle logistic monorail signal systemare respectively the same as the single-column pier stud form andframe-type pier shad form of the maglev logistic track beam system ofthe above-mentioned maglev logistic monorail transportation system, themaglev logistic turnout system, the maglev logistic handling system andthe maglev logistic signal system, so they won't be repeated here. Thestraddle logistic monorail transportation system with decentralizedpower logistic vehicles or the straddle logistic monorail transportationsystem with centralized power logistic vehicles according to the presentinvention can be installed on the highway, in the field, or in the urbanarea. In the street, the setting method is the same as that of themaglev-type logistic monorail transportation system, and will not berepeated here.

Embodiment 8. Suspended Logistic Monorail Transportation System

The suspended monorail system according to the present invention hasbasically the same structure as the above-mentioned maglev monorailsystem, the only difference lies in the use of suspended monorailguideways and suspended logistic monorail vehicles. FIG. 21 shows aschematic diagram of a single-column pier stud suspended monorail bridgeguideway system setting on the central reservation of the expressway, inwhich a straddle monorail guideway is used. The suspended logisticmonorail transportation system can also have the installation form asshown in FIG. 2-6, which means that it can be installed in the field orin the urban street.

The following text describes the suspended logistic monorail vehiclesystem in this embodiment 8, referring to FIG. 22-31. In thesingle-column pier stud form of the suspended logistic monorail trackbeam system, a single pier of the suspended logistic monorail track beamsystem comprises a bridge pier 1 a″, a bridge pier 2 a″, a suspendedmonorail guideway 3 a″, a suspended monorail guideway 4 a″, and asuspended logistic monorail vehicle 5 a″. The suspended monorailguideway 3 a″ is installed at the bottom of a cover beam 10 a″ and acover beam 11 a″ through a steel cable 12 a″. Bearings 6 a″ and 7 a″,and the suspended monorail guideway 4 a″ passes a steel cable 13 a″.Bearing 8 a″ and 9 a″ are installed at the bottom of the cover beam 10a″ and the cover beam 11 a″, and an unmanned suspended logistic monorailvehicle 5 a″ is suspended on the suspended monorail guideway 4 a″.

In some complex lines, the frame-type pier shad form of the suspendedlogistic monorail track beam system is adopted. The frame-type pier shadstructure of the suspended logistic monorail track beam system comprisespiers 1-1 b″, piers 1-2 b″, pier 2-1 b″, pier 2-2 b″, suspended monorailguideway 3 b″, suspended monorail guideway 4 b″, suspended logisticmonorail vehicle 5 b″. The suspended monorail guideway 3 b″ is installedon the bottom of a cover beam 10 b″ and a cover beam 11 b″ through asteel cable 12 b″. Bearings 6 b″ and 7 b″, and the suspended monorailguideway 4 b″ are installed at the bottom of the cover beam 10 b″ andthe cover beam 11 b″ through a steel cable 13 b″. Bearings 8 b″ and 9b″, and the unmanned suspended logistic monorail vehicle 5 b″ aresuspended on the suspended monorail guideway 4 b″ for operation. Itshould be pointed out that the single-column pier stud form of thesuspended logistic monorail track beam system and the frame-type piershad form of the suspended logistic monorail track beam system should bedetermined according to the specific conditions of the line. It can useonly one single-column pier stud form of the suspended logistic monorailtrack beam system; or only the frame-type pier shad form of thesuspended logistic monorail track beam system. The suspended logisticmonorail track beam, the single-column pier stud form of the system andthe frame-type pier shad form of the suspended logistic monorail trackbeam system can also be used at the same time.

In the above-mentioned suspended logistic monorail vehicle system, thesuspended logistic monorail vehicle structure comprises a car body5-11″, a car body 5-31″, a suspended monorail bogie 5-14″, a suspendedmonorail vehicle bogie 5-34″ and a connecting piece 5-2″. Car body 5-11″and car body 5-31″ are open-bottom structures; cargo containers 5-12″and cargo containers 5-13″ are installed under car body 5-11″; cargocontainers 5-32″ and cargo container 5-33″ are installed under the carbody 5-31″; the top of the car body 5-11″ is installed with thesuspended monorail bogie 5-14″. Each side of the suspended monorailbogie 5-14″ comprises walking wheels 5-15″, walking wheels 5-16″,walking wheels 5-17″ and guide wheels 5-18″, while walking wheels 5-15″,walking wheels 5-16″ and walking wheels 5-17″ are used for the supportand traction of the car body 5-11″, and the guide wheels 5-18″ are usedfor the guidance of the car body 5-11″; the suspended monorail bogie5-34″ is installed on the top of the car body 5-31″; each side of thesuspended monorail bogie 5-34″ comprises walking wheels 5-35″, walkingwheels 5-36″ and walking wheels 5-37″ and guide wheels 5-38″, whilewalking wheels 5-35″, walking wheels 5-36″ and walking wheels 5-37″ areused for the support and traction of the car body 5-31″. Guide wheels5-38″ are used to guide the car body 5-31″; the car body 5-11″ and thecar body 5-31″ are connected by the connecting system 5-2″. It should bepointed out that the number of logistic vehicles in the suspendedlogistic monorail vehicle system is not only two. The number of specificlogistic vehicles depends on the specific logistic and transportationconditions.

In the suspended logistic monorail turnout system, the suspendedlogistic monorail turnout structure is composed of a single pillar 1 c″,a frame 2 c″, a frame 3 c″, a frame 4 c″, and a suspended monorailswitch beam 5 c″. The suspended monorail turnout beam 5 c″ is a guidewaywith three flexible joints. The suspended monorail turnout beam 5 c″ canbe rotated at the bottom area of the frame 2 c″ and the bottom area ofthe frame 3 c″. A rail trolley 9 c″ is installed at a rail 6 c″ at thebottom of the frame 2 c″, which is used to drive the rotation of thesuspended monorail turnout beam 5 c″, and a rail trolley 10 c″ isarranged on a rail 7 c″ at the bottom of the frame 3 c″ for driving therotation of the suspended monorail turnout beam 5 c″. The rail trolley11 c″ is arranged on the track 8 c″ at the bottom of the frame 4 c″, andis used to drive the rotation of the suspended monorail turnout beam 5c″. The suspended monorail turnout beam 5 c″ is rotated by thecoordinated work of the rail trolley 9 c″, the rail trolley 10 c″, and arail trolley 11 c″ to a suitable position to achieve the steering goalof the suspended logistic monorail turnout system.

In the suspended logistic monorail handling system, the suspendedlogistic monorail handling structure comprises a distribution station 1d″, a forklift 2 d″ and a forklift 3 d″. When loading, cargo 4 d″, cargo5 d″, cargo 6 d″, cargo 7 d″, cargo 8 d″, and cargo 9 d″ are loaded byforklift 2 d″ and forklift 3 d″ into the logistic vehicle from thebottom. When unloading, the cargo 4 d″, cargo 5 d″, cargo 6 d″, cargo 7d″, cargo 8 d″ and cargo 9 d″ are taken by forklift 2 d″ and theforklift 3 d″ from the logistic vehicle and transport them to theappropriate depository. It should be pointed out that the above is onlythe implementation mode. In the actual distribution station, the numberof cranes is not only three, and the number of forklifts is not onlytwo. The specific number of cranes and forklifts should be consideredcomprehensively according to the scale of the distribution station. Inthe suspended logistic monorail signal system, the suspended logisticmonorail signal system comprises an unmanned driving system and aturnout control signal system. The suspended logistic monorail vehicleis controlled by the unmanned driving system to run according to theline conditions, and the suspended logistic monorail switch iscontrolled by the turnout control signal system to convert lineaccording to the operation of the suspended logistic monorail vehicle tomake the suspended logistic monorail vehicle travel along the targetline.

The embodiment 8 has been described by setting up a suspended logisticmonorail transportation system with distributed power logistic vehicleson the central reservation of highway, in the fields or in the urbanstreets. The suspended logistic monorail transportation system accordingto the present invention can also comprise the centralized powerlogistic vehicle, which can also perform the above three settingmethods. In the following text, the centralized power logistic vehiclewill be described.

As shown in FIG. 26 and FIG. 27, the suspended monorail vehiclestructure comprises a car body 5-11″, a car body 5-31″, suspendedmonorail bogies 5-14″, 5-34″ and a connecting piece 5-2″. Car body 5-11″and car body 5-31″ are open-type structure; a cargo container 5-12″ anda cargo container 5-13″ are installed under the car body 5-11″; a cargocontainer 5-32″ and a cargo container 5-33″ are installed under the carbody 5-31″; the top of the car body 5-11″ is installed with thesuspended monorail bogie 5-14″, and the suspended monorail bogie 5-14″comprises walking wheels 5-15″, guide wheels 5-16″ and steady wheels5-17″, while the walking wheels 5-15″ are used for the support andtraction of car body 5-11″, and the guide wheels 5-16″ are used to guidethe car body 5-11″; the steady wheels 5-17″ are used to maintain thebalance and stability of the car body 5-11″. The monorail bogies 5-34″is installed on the top of the car body 5-31″, which comprises walkingwheels 5-35″, guide wheels 5-36″ and steady wheels 5-37″. The walkingwheels 5-35″ are used to support the car body 5-31″, the guide wheels5-36″ are used to guide the car body 5-31″, and the steady wheels 5-37″are used to maintain the balance and stability of the car body 5-31″.The car body 5-11″ and the car body 5-31″ are connected through theconnection piece 5-2″. It should be pointed out that the number oflogistic vehicles in the suspended logistic monorail vehicle system isnot only two. The number of specific logistic vehicles depends on thespecific logistic and transportation conditions. The position of thebogie 5-14″ of the walking wheels 5-15″ with traction function can be atthe head of a marshalling logistic vehicle, the rear of the marshallinglogistic vehicle, or the middle of the marshalling logistic vehicle.

According to the present invention, the suspended logistic monorailtransportation system with decentralized power logistic vehicles or thesuspended logistic monorail transportation system with centralized powerlogistic vehicles can be installed on the central reservation ofhighway, in the field, or in the urban streets, which is the same as themaglev logistic monorail transportation system, and won't be repeatedhere.

Embodiment 9. A Double-Mode Monorail System with Upper Maglev Steel BoxGuideways and Lower Suspended Monorail I-Shaped Steel Guideways

An example of a double-mode monorail system based on this patent will bedescribed with reference to FIG. 32. The structure comprises a bridgepier 1 a″″, a bridge pier 2 a″″, a maglev steel box guideway 3 a″″, amaglev steel box guideway 4 a″″, a suspended monorail I-shaped steelguideway 5 a″″ and a suspended monorail I-shaped steel guideway 6 a″″.The maglev steel box guideway 3 a″″ and the maglev steel box guideway 4a″″ are installed on cover beams 7 a″″ and 8 a″″ by bearings. Suspendedmonorail I-shaped steel guideway 5 a″″ and suspended monorail I-shapedsteel guideway 6 a″″ are installed at the bottom of the cover beam 7 a″″and the cover beam 8 a″″ by bearings and cables.

Embodiment 10. A Double-Mode Monorail System with Upper Maglev Steel BoxGuideways and Lower Suspended Monorail Bottom Opening Steel BoxGuideways

A double-mode monorail system based on this patent is demonstrated inconjunction with reference to FIG. 33. The structure comprises a bridgepier 1 b″″, a bridge pier 2 b″″, a maglev steel box guideway 3 b″″, amaglev steel box guideway 4 b″″, and a suspended monorail bottom openingsteel box guideway 5 b″″ and a suspended monorail bottom opening steelbox guideway 6 b″″. The maglev steel box guideway 3 b″″ and the maglevsteel box guideway 4 b″″ are installed at the top of cover beams 7 b″″and 8 b″″ by bearings; the suspended monorail bottom opening steel boxguideway 5 b″″ and the suspended monorail bottom opening steel boxguideway 6 b″″ are installed at the bottom of cover beams 7 b″″ and 8b″″ by bearings and cables.

Embodiment 11. A Double-Mode Monorail System with Upper Maglev I-ShapedSteel Guideways and Lower Suspended Monorail I-Shaped Steel Guideways

An example of a double-mode monorail system based on this patent will bedescribed with reference to FIG. 34. The structure comprises a bridgepier 1 c″″, a bridge pier 2 c″″, a maglev I-shaped steel guideway 3 c″″,a maglev I-shaped steel guideway 4 c″″, a suspended monorail I-steelguideway 5 c″″, and a suspended monorail I-shaped steel guideway 6 c″″.The maglev I-steel guideway 3 c″″ and the maglev I-steel guideway 4 c″″are installed on the top of cover beams 7 c″″ and 8 c″″ by bearings, andthe suspended monorail I-shaped steel guideway 5 c″″ and the suspendedmonorail I-shaped steel guideway 6 c″″ are installed at the bottom ofcover beams 7 c″″ and 8 c″″ by bearings and cables.

Embodiment 12. A Double-Mode Monorail System with Upper Maglev I-ShapedSteel Guideways and Lower Suspended Monorail with Steel Box Guidewayswith Bottom Opening

An example of a double-mode monorail system based on this patent will bedescribed with reference to FIG. 35. The structure is composed of abridge pier 1 d″″, a bridge pier 2 d″″, a maglev I-shaped steel guideway3 d″″, a maglev I-shaped steel guideway 4 d″″, a suspended monorailbottom opening steel box guideway 5 d″″ and a suspended monorail bottomopening steel box guideway 6 d″″. The maglev type I-shaped steelguideway 3 d″″ and the maglev I-shaped steel guideway 4 d″″ areinstalled on top of cover beams 7 d″″ and 8 d″″ by bearings; thesuspended monorail bottom opening steel box guideway 5 d″″ and thesuspended monorail bottom opening steel box guideway 6 d″″ are installedon the bottom of cover beams 7 d″″ and 8 d″″ by bearings and cables.

Embodiment 13. A Double-Mode Monorail System with Upper StraddleMonorail Steel Box Guideways and Lower Suspended Monorail I-Shaped SteelGuideways

An example of a double-mode monorail system based on this patent will bedescribed with reference to FIG. 36. The structure comprises a bridgepier 1 e″″, a bridge pier 2 e″″, a straddle monorail steel box guideway3 e″″, a straddle monorail steel box guideway 4 e″″, a suspendedmonorail steel guideway 5 e″″ and a suspended monorail I-shaped steelguideway 6 e″″. The straddle monorail steel box guideway 3 e″″ and thestraddle monorail steel box guideway 4 e″″ are installed on top of coverbeams 7 e″″ and 8 e″″ by bearings; suspended monorail I-shaped steelguideway 5 e″″ and suspended monorail I-shaped steel guideway 6 e″″ areinstalled on the bottom of the cover beam 7 e″″ and the cover beam 8 e″″by bearings and cables.

Embodiment 14. A Double-Mode Monorail System with Upper StraddleMonorail Steel Box Guideways and Lower Suspended Monorail Steel BoxGuideways with Bottom Opening

An example of a double-mode monorail system based on this patent will bedescribed with reference to FIG. 37. The structure comprises a bridgepier if″″, a bridge pier 2 f″″, a straddle monorail steel box guideway 3f″″, a straddle monorail steel box guideway 4 f″″, a suspended monorailbottom open steel box guideway 5 f″″ and a suspended monorail bottomopen steel box guideway 6 f″″. The straddle monorail steel box guideway3 f″″ and the straddle monorail steel box guideway 4 f″″ are installedon the top of cover beams 7 f″″ and 8 f″″ by bearings; the suspendedmonorail bottom opening steel box guideway 5 f″″ and the suspendedmonorail bottom opening steel box guideway 6 f″″ are installed at thebottom of cover beams 7 f″″ and 8 f″″ by bearings and cables.

Embodiment 15. A Double-Mode Monorail System with Upper Maglev ConcreteGuideways and Lower Suspended Monorail Concrete Guideways with BottomOpening

An example of a double-mode monorail system based on this patent will bedescribed with reference to FIG. 38. The structure comprises a bridgepier 1 g″″, a bridge pier 2 g″″, a maglev concrete guideway 3 g″″, amaglev concrete guideway 4 g″″, and a suspended monorail bottom openingconcrete guideway 5 g″″ and a suspended monorail bottom opening concreteguideway 6 g″″. The maglev concrete guideway 3 g″″ and the maglevconcrete guideway 4 g″″ are installed on cover beams 7 g″″ and 8 g″″ bybearings; the suspended monorail bottom opening concrete guideway 5 g″″and the suspended monorail bottom opening concrete guideway 6 g″″ areinstalled on the bottom of cover beams 7 g″″ and 8 g″″ by bearings andcables.

Embodiment 16. A Double-Mode Monorail System with Upper StraddleMonorail Concrete Guideways and Lower Suspended Monorail ConcreteGuideways with Opening at the Bottom

An example of a double-mode monorail system based on this patent will bedescribed with reference to FIG. 39. The structure comprises a bridgepier 1 h″″, a bridge pier 2 h″″, a straddle monorail concrete guideway 3h″″, a straddle monorail concrete guideway 4 h″″, a suspended monorailbottom opening concrete guideway 5 h″″ and a suspended monorail bottomopening concrete guideway 6 h″″. The straddle monorail concrete guideway3 h″″ and the straddle monorail concrete guideway 4 h″″ are installed ontop cover beams 7 h″″ and the cover beam 8 h″″ through the bearings; thesuspended monorail bottom opening concrete guideway 5 h″″ and thesuspended monorail bottom opening concrete guideway 6 h″″ are installedat the bottom of the cover beam 7 h″″ and the cover beam 8 h″″ throughthe bearings and the cables.

Embodiment 17. A Double-Mode Monorail System with Upper Maglev ConcreteGuideways and Lower Suspended Monorail I-Shaped Steel Guideways

An example of a double-mode monorail system based on this patent will bedescribed with reference to FIG. 40. The structure comprises a bridgepier 1-1 i″″, bridge piers 1-2 i″″, a bridge pier 2-1 i″″, a bridge pier2-2 i″″, a maglev concrete guideways 3 i″″, a maglev concrete guideway 4i″″, a suspended monorail I-shaped steel guideway 5 i″″ and a suspendedmonorail I-shaped steel guideway 6 i″″. The maglev concrete guideway 3i″″ and the maglev concrete guideway 4 i″″ are installed on the top ofcover beams 7 i″″ and 8 i″″ by bearings; the suspended monorail I-shapedsteel guideway 5 i″″ and the suspended monorail I-shaped steel guideway6 i″″ are installed at the bottom of the cover beam 7 i″″ and the coverbeam 8 i″″ through bearings and cables.

Embodiment 18. A Double-Mode Monorail System with the Upper StraddleMonorail Concrete Guideway and the Lower Suspended Monorail I-ShapedSteel Guideway

An example of a dual-standard monorail system based on this patent willbe described with reference to FIG. 41. The structure comprises a pier1-1 j″″, a pier 1-2 j″″, a pier 2-1 j″″, a pier 2-2 j″″, a straddlemonorail concrete guideway 3 j″″, a straddle monorail concrete guideway4 j″″, a suspended monorail I-steel guideway 5 j″″ and a suspendedmonorail I-shaped steel guideway 6 j″″. The straddle monorail concreteguideway 3 j″″ and the straddle-type monorail concrete guideway 4 j″″are installed on the top of cover beams 7 j″″ and 8 j″″ by bearings; thesuspended monorail I-shaped steel guideway 5 j″″ and the suspendedmonorail I-shaped steel guideway 6 j″″ are installed at the bottom ofthe cover beam 7 j″″ and the cover beam 8 j″″ through the bearings andthe cables.

The purpose, technical solutions and beneficial effects of this patentare explained in the specific implementation methods described above. Itshould be emphasized that the above are only specific embodiments ofthis patent, and can't be used to limit the scope of this patent. Anymodification, equivalent replacement or improvement made within thespirit and principle of this patent shall be included in the protectionscope of this patent.

What is claimed is:
 1. A logistic monorail transportation systemcomprising: a logistic track beam system; a logistic vehicle system; alogistic turnout system; a logistic handling system; and a logisticsignal system; wherein, the logistic track beam system is in a form ofsingle-column pier studs or frame-type pier shads, setting up onhighways, fields or urban streets.
 2. The logistic monorailtransportation system of claim 1, wherein the system comprises a maglevlogistic transportation system, a straddle monorail logistictransportation system, or a suspended monorail logistic transportationsystem.
 3. The logistic monorail transportation system of claim 1,wherein an open structure is adopted in the logistic vehicle system fortransporting cargo containers; the logistic vehicle system is providedwith a cargo container in the vehicle.
 4. The logistic monorailtransportation system of claim 3, wherein a centralized power system ora distributed power system are adopted in the logistic vehicle system.5. The logistic monorail transportation system of claim 1, wherein aframe structure is adopted in the logistic turnout system to realizeline switching in the air.
 6. The logistic monorail transportationsystem of claim 5, wherein the logistic turnout system comprises a piercolumn, a frame and a turnout beam; a joint in the turnout can be aflexible beam or shifting beam or pivot beam.
 7. The logistic monorailtransportation system of claim 1, wherein cranes or lifting trucks areadopted in the logistic handling system to load and unload containers onlogistic vehicles.
 8. The logistic monorail transportation system ofclaim 1, wherein the logistic signal system comprises an unmanneddriving system for controlling a logistic monorail vehicle and a turnoutcontrol signal system for controlling a monorail turnout to changelines.
 9. The logistic monorail transportation system of claim 2,wherein a single-mode monorail or double-mode monorail are provided on asame column pier stud; or a single-mode monorail or double-mode monorailtransportation are provided on a same frame-type pier shad.
 10. Thelogistic monorail transportation system of claim 9, wherein an upperlevel of the double-mode monorail transportation is a straddle monorailsystem or a maglev system; a lower level of the double-mode monorailtransportation is a suspended monorail system.
 11. The logistic monorailtransportation system of claim 10, wherein guideways of a straddlemonorail system in the double-mode monorail system are steel boxguideways or concrete guideways.
 12. The logistic monorailtransportation system of claim 10, wherein guideways of a maglev systemin the double-mode monorail system are steel box guideways, I-shapedsteel guideways or concrete guideways.
 13. The logistic monorailtransportation system of claim 10, wherein guideways of a suspendedmonorail system in the double-mode monorail system are a steel boxguideway with an opening at the bottom, an I-shaped guideway or aconcrete guideway with an opening at the bottom.